Monitoring and assessing concrete member states using implantable sensing technology and enhanced long short-term memory networks

Qingzhao Kong, Yewei Ding, Bin Ma, Xiaoming Qin, Ziqian Yang
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Abstract

Monitoring the state of concrete structures and assessing their performance are significant tasks for civil engineering. This study proposes a combined technique of novel concrete implantable bar (CIB) transducers and enhanced long short-term memory (LSTM) networks for monitoring and assessing reinforced concrete (RC) beam state over the whole loading process. The CIB can be installed on the inspected structure in an implantable manner. It contains an array of piezoceramic sensing units that can generate and receive ultrasonic waves from a concrete medium. To enhance the LSTM network’s ability to learn very long-series data, a time-shift energy (TSE) strategy was developed. Compared with another existing convolutional neural network (CNN)–LSTM network, the proposed TSE–LSTM network is highlighted to fully consider the ultrasound propagation characteristics in concrete when extracting sample features, instead of using simple convolution operation. A numerical study was conducted to investigate the sensitivity of the TSE feature to different concrete damage levels through mesoscale finite element models. The results provided the best parameter settings of the TSE. Eventually, to validate the feasibility of the proposed technique, an RC beam four-point bending test was carried out, in which two CIBs were implanted into the specimen for emitting and collecting ultrasonic waves in different damage states to establish a dataset. Two schemes including a classification model for predicting RC beam stress stages and another regression model for predicting the carried forces were separately investigated. The experimental results showed that the TSE–LSTM networks can successfully predict the signature of three stages of RC beams and can, in general, predict their carried forces. The comparison to the results obtained by CNN–LSTM networks further highlighted the stability and accuracy of the proposed one in learning long ultrasound series. The combined technique of CIB transducers and TSE–LSTM networks shows a promising application for monitoring and assessing RC structures.
利用植入式传感技术和增强型长短期记忆网络监测和评估具体会员国的情况
监测混凝土结构的状态并评估其性能是土木工程的重要任务。本研究提出了一种新型混凝土植入杆(CIB)传感器和增强型长短期记忆(LSTM)网络的组合技术,用于监测和评估钢筋混凝土(RC)梁在整个加载过程中的状态。CIB 可以植入方式安装在受检结构上。它包含一个压电陶瓷传感单元阵列,可以从混凝土介质中产生和接收超声波。为了增强 LSTM 网络学习超长序列数据的能力,我们开发了一种时移能量(TSE)策略。与现有的另一种卷积神经网络(CNN)-LSTM 网络相比,所提出的 TSE-LSTM 网络在提取样本特征时充分考虑了超声波在混凝土中的传播特性,而不是使用简单的卷积操作。通过中尺度有限元模型进行了数值研究,探讨了 TSE 特征对不同混凝土损伤程度的敏感性。研究结果提供了 TSE 的最佳参数设置。最后,为了验证所提技术的可行性,进行了 RC 梁四点弯曲试验,在试样中植入两个 CIB,用于发射和收集不同损伤状态下的超声波,以建立数据集。分别研究了两种方案,包括用于预测 RC 梁应力阶段的分类模型和用于预测承载力的回归模型。实验结果表明,TSE-LSTM 网络能成功预测 RC 梁三个阶段的特征,并能在一般情况下预测其承载力。通过与 CNN-LSTM 网络获得的结果进行比较,进一步凸显了所提出的网络在学习长超声系列时的稳定性和准确性。CIB 传感器和 TSE-LSTM 网络的组合技术在监测和评估 RC 结构方面的应用前景广阔。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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